NOTE: Provide all your answers (axial forces and direction) in a box (refer to example below). Situation 1. The Warren truss supporting the walkway is designed to support vertical 50-kN loads at B, D, F, and H. If the truss is subjected to these loads, what are the resulting axial forces in members BC, CD, and CE? Assume the truss to be simply supported. Use method of sections. (EXAMPLE) FINAL ANSWERS: MEMBER FORCE T or C F ВС CD G| СЕ - 6 m -6m–-6m--6 m-

NOTE: Provide all your answers (axial forces and direction) in a box (refer to example below). Situation 1. The Warren truss supporting the walkway is designed to support vertical 50-kN loads at B, D, F, and H. If the truss is subjected to these loads, what are the resulting axial forces in members BC, CD, and CE? Assume the truss to be simply supported. Use method of sections. (EXAMPLE) FINAL ANSWERS: MEMBER FORCE T or C F ВС CD G| СЕ - 6 m -6m–-6m--6 m-

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.4.10P: A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete...

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Figure 1 shows a truss under three vertical loads applied at point Question 1' B, C, and D. Find the axial forces in bar AF, CF, and BC. 80 AN 100 KN Fig. 1. The kft of the trus is supported by a pim, aand the right of the truss is supported by a roller.
PROBLEM: Determine the forces in each member using any methoddiscussed in your theory of structures/mechanics. Using Software is notallowed. Show complete solution and tabulate your answers indicatingwhether it is compression or tension. Use Pn = 205 kN, Po = Zero. a) From the Problem and the image , Design one tension member, use either a double angle of a wt section. Check its adequacy using 1 line of bolts (three bolts in a line spaced at 75mm on centers) Assume a bolt diameter from 16-22mm. Use A 36 for all steel. Neglect block shear.
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